• 한국건설관리학회논문집
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• 제14권5호
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• pp.92-102
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• 2013

PF사업은 민간의 투자를 유치하여 국가 경제와 산업의 발전에 도움을 주려는 목적으로 수행되는 프로젝트 발주방식의 한 형태이다. 그러나 국내의 경우 개발이익 극대화라는 측면만을 고려함으로 인하여 무분별한 PF사업의 급증과 최근의 금융위기의 여파로 인하여 사업의 중단이 속출하고 있다. 이러한 주된 원인은 PF사업을 객관적으로 정량화하고 이를 분석하여 사전에 발생 가능한 리스크를 차단하려는 노력이 미흡한 결과이다. 본 연구의 목적은 PF사업의 건전성을 평가할 수 있는 방법론을 제안하기 위한 사전 연구로 PF사업의 성공에 영향을 끼치는 원인을 분류하여 세부요소를 파악하고 이를 바탕으로 PF사업의 리스크를 평가할 수 있는 정량적인 체계를 제안하는데 있다. 본 연구는 PF사업의 성공요인과 실패요인을 선행연구와 면담조사를 바탕으로 5개영역, 15개 항목, 104개의 영향인자를 도출하였고, 전문가 설문조사를 통해 영향정도를 검증하였다. 후속 면담조사를 통해 설문조사 결과에 대한 분석을 실시하였고, PF 사업의 건전성 평가를 위한 도구로 활용이 될 경우 PF 개발사업의 건전성 평가에 많은 도움이 될 수 있을 것으로 판단되며, PF 사업에 대한 객관적인 평가 도구 개발 시 유용한 기초자료로 이용될 수 있을 것으로 기대된다.

• 비교문화연구
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• 제38권
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• pp.89-113
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• 2015

This paper explores the work of mourning of 9/11 in the United States, focusing on the project of building the National September 11 Memorial managed by the Lower Manhattan Development Corporation(LMDC) and the War on Terror declared by the George W. Bush administration in the wake of 9/11. This paper first looks at the project of building the Natioanl September 11 Memorial and considers what was at stake in achieving this project. It also examines the limitations of the project. This paper argues that, in spite of the efforts to mourn the victims in significant and meaningful ways, the work of mourning in the memorial project fails at least in two respects. First, the memorial project "began so soon" right after 9/11 that the victims' families were not given enough time to mourn their loved ones. Second, the project were permeated with American nationalism and patriotism, which made the 316 non-American victims of 9/11 invisible and forgotten. Then, it goes on to examine the War on Terror because the War on Terror epitomized the failure of mourning due to these causes. In his address to the nation delivered on the very day of 9/11, President George W. Bush stated that "America was targeted for the attack because we're the brightest beacon for freedom and opportunity in the world" and that the terrorists failed to threaten America into chaos. He also stated that America is in "the war against terrorism." These statements were a futile reassertion of the illusion of American invulnerability and a prohibition of mourning in favor of violent military responses to 9/11. American nationalism also underlies Bush's official naming of September 11 as "Patriot Day." The victims were sacrificed because they were at the site when terrorists attacked, which implies that their death had nothing to do with American patriotism. Naming September 11 as Patriot Day was an act of imbuing the absurdity of the victims' death with a false meaning and an act of forgetting the non-American victims. The failure of the work of mourning of 9/11 consisted in the inability to recognize human vulnerability and interdependence and the inability to mourn not only American victims but also non-American victims killed in 9/11 and the War on Terror. A meaningful and significant mourning could be possible when we realizes that all human beings are exposed to one another and their lives are interdependent on one another. September Eleventh Families for Peaceful Tomorrows well demonstrated this kind of mourning. When most Americans supported violent retaliations, Peaceful Tomorrows made pleas for nonviolent responses to 9/11. Turning their grief into action for peace, its members work "to create a safer and more peaceful world for everyone," not only for Americans. Their effort to mourn in meaningful and nonviolent ways delivers the message that a disaster like 9/11 should not happen anywhere.

• 한국경영과학회지
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• 제3권1호
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• pp.57-67
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• 1978

This paper reviews various models of technological innovations at different levels: project level and productive segment level. Firstly, it examines a number of significant factors influencing the success and failure of technological innovation at project level. Specifically, the role and characteristics of technical information for the success of innovation is analyzed. Secondly, the paper discusses in detail the relationship between technological innovation and the evolution of a firm. Product and process innovations are analyzed in accordance with a three stage model; the stages are performance maximizing (uncoordinated), sales maximizing (segmental) and cost minimizing (systemic). Various implications of the model are presented in terms of the business policy variables such as diversification, standardization, productivity improvement, marketing, etc. The applicability of the model to a developing country is sought and a few suggestions to develop new model of technological innovations in LDC are discussed.

• 한국산학기술학회:학술대회논문집
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• 한국산학기술학회 2007년도 춘계학술발표논문집
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• pp.87-90
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• 2007

셰일층으로 구성된 암반사변에서 층리면을 따라 대규모 평면파괴가 사연 중앙부에서 발생하였다. 현장조사시 파괴사면 주변은 지하수 누수 흔적과 점토층의 충전물이 존재하였으며, 파괴원인을 검토한 결과 층리면을 따라 형성된 점토 충전물의 낮은 전단강도와 강우시 인장균열내 형성된 수압에 의해 붕괴가 발생한 것으로 나타났다. 그리고 충전된 절리면의 전단강도 특성을 규명하기 위해서 모래, 점토의 인위적인 충전물을 이용하여 충전재 두께비에 따른 전단강도 특성을 고찰하였다.

• 한국컴퓨터정보학회논문지
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• 제24권6호
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• pp.211-216
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• 2019

Knowledge sharing is safe to say that we have already embarked on knowledge-based global economy where knowledge is a decisive factor in global competition for corporations. So in the age of knowledge-based management, it is how we use knowledge that decides success or failure for corporations and the competitiveness of their countries at large as well. We did this research with the help of those who were working in ICT industry including manufacturing, tourism, and others. In this research, we looked into how project participants, organizational characteristic, and relational characteristic affect knowledge sharing and utilization, and what are the factors that have positive effects on corporate success. And all the factors presented in the research are found to have positive effects on the knowledge sharing and utilization. The factors appeared to have positive effects starting with project at first and then on corporate success at large.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1474-1478
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• 2009

The cooperation and trust among the project participants play a critical role in the success or failure of any delivery system in construction industry. But it is very difficult to establish trust between an owner and a contractor when rational people only pursue only their own material self-interest. Based on the principal-agent theory, this paper will introduce the altruistic behavior into the traditional principal-agent model, and model the reciprocal behavior between the owner and contractor. We will show that both the owner and the contractor benefit from their reciprocal behavior, and hence trust establishing between them is possible. More importantly, we will proof that the higher the project uncertainty is, the more important trust establishing is.

• 한국ITS학회 논문지
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• 제15권5호
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• pp.71-82
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• 2016

C-ITS 단위 서비스 중 차량 추돌방지 지원 서비스는 위험상황 교통안전을 지원하나, 교통량이 많아 주변에 V2V 통신대상 차량이 많은 경우 V2V 통신부하로 인한 통신 지연 및 실패 가능성이 존재하여 서비스 효용성이 변화할 수 있다. 본 연구는 교통량이 증가하여 혼잡한 도로에서 V2V 통신 과다로 인한 차량 추돌방지 지원 서비스가 실패에 따른 도로 네트워크 영향을 모의실험으로 분석한 정량적 결과를 제시한다. 교통량 조건을 낮은 수준(서비스 수준 A) 높은 수준(서비스 수준 E)까지 변화하며, V2V 통신 실패율을 0%에서 100%까지 극단적인 상황을 포함하여 10% 씩 증가시키면서 차량 추돌방지 지원 서비스 효용성을 잠재상충 발생 건수를 지표로 분석하였다. 분석 결과 차량 1대당 잠재상충 발생 건수가 낮은 교통량 상황 대비 높은 교통량 상황에서 30% 수준 증가하는 것으로 확인되었다. 교통량이 충분히 증가하는 경우 통신 실패율 10% 증가에 따라 잠재상충 발생 건수가 14%씩 증가하는 것으로 분석되었다. C-ITS 단위 서비스 구현을 위한 기존 장비중심의 연구와 더불어 서비스의 효용성을 높일 수 있는 도로교통 운영분야 연구가 병행될 필요가 있음을 제언한다.

• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 1993년도 Proceedings of International Conference for Agricultural Machinery and Process Engineering
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• pp.1073-1087
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• 1993

Many investigations have been carried out concerning tillage tool performance, including energy requirement . Since the performance of tillage could also be evaluated through the change of soil , then it is necessary to investigate the soil cutting process and the pattern of soil failure. This study was conducted using indoor soil bin, STILT (Soil Tillage Tool Interaction) system. The result shows that the soil bin experiments could provide the clear understandings about phenomena of soil failure. The movement of sil , the successive failures was clearly visualized. The relations between the horizontal and vertical forces to the linear motion blade, the shear force on the shear plane which devides soil layer into several segments were indicated by the fluctuation/vibration of the recorded resistance and forces. The results show that the horizontal force(Fx) and vertical force (Fz) develope their frequencies as the change of velocity of blade (10, 20, 40 mm/sec) for each cutting angle (35, 45, 60 degrees). Resultant force of Fx and Fz are much influenced by the cutting angle.

• Journal of Construction Engineering and Project Management
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• 제7권4호
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• pp.13-19
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• 2017

This study is based on the use and performance of bamboo reinforcements in construction of low-cost structures. This study investigated the physical and mechanical properties of bamboo reinforcements. Bamboo reinforced concrete beam specimens were tested with different reinforcement ratios and observed the load capacity, deflection and failure patterns. It was observed that, flexural strength of bamboo reinforced column is sufficient higher than plain cement concrete and comparable to steel reinforced concrete beams. Bamboo reinforced concrete columns with different reinforcement ratio also tested and observed the ultimate compressive strength and failure pattern. It found, all columns failed in a similar pattern due to crushing of concrete. According to cost analysis, bamboo reinforced beams and columns with moderate reinforcement ratio showed the best strength-cost ratio among plain cement concrete and steel reinforced concrete.

• Structural Engineering and Mechanics
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• 제72권2호
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• pp.275-291
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• 2019

In a super-large underground with "large span and high side wall", it is buried in mountains with uneven lithology, complicated geostress field and developed geological structure. These surrounding rocks are more susceptible to stability issues during the construction period. This paper takes the left bank of Baihetan hydropower station (span is 34m) as a case study example, wherein the deformation mechanism of surrounding rock appears prominent. Through analysis of geological, geophysical, construction and monitoring data, the deformation characteristics and factors are concluded. The failure mechanism, spatial distribution characteristics, and evolution mechanism are also discussed, where rock mechanics theory, $FLAC^{3D}$ numerical simulation, rock creep theory, and the theory of center point are combined. In general, huge underground cavern stability issues has arisen with respect to huge-scale and adverse geological conditions since settling these issues will have milestone significance based on the evolutionary pattern of the surrounding rock and the correlation analyses, the rational structure of the factors, and the method of nonlinear regression modeling with regard to the construction and development of hydropower engineering projects among the worldwide.